An industrial intelligent batching method and system based on building materials

Abstract

An industrial intelligent batching method and system based on building materials disclosed in this application obtain a building steel bar structure diagram, identify and locate the wall columns, walls, and foundation caps in the shear wall part of the drawing; divide the wall steel bar layout area into a first area and a second area, where the first area is the area without a foundation cap under the wall, and the second area is the area with a foundation cap under the wall; calculate the length and quantity of the first vertical bars arranged in the first area, the length and quantity of the second vertical bars in the second area, calculate the quantity of the first hoop bars arranged on the first vertical bars, and the quantity of the second hoop bars on the second vertical bars; obtain the diameter, length, quantity, and anchorage lengths at both ends of the first vertical bars, obtain the diameter, length, quantity, and anchorage lengths at both ends of the second vertical bars, obtain the diameter and quantity of the first hoop bars, obtain the diameter and quantity of the second hoop bars, and make the obtained data into a building materials batching table.

Description

Technical Field

[0001] This application relates to the technical field of industrial intelligent platforms, and particularly to an industrial intelligent batching method and system based on building materials. Background Art

[0002] In the field of industrial construction, the arrangement of shear wall steel bars in the basement of building foundations is different from that of traditional ground shear walls. Because there is a pile cap steel bar structure in the building foundation structure, and since the pile cap steel bar structure is located below the basement shear wall, there are differences in the standard heights of the foundations in the areas with pile caps and without pile caps. The shear walls in the basement of the foundation need to overlap with the pile caps in the areas with pile caps. Therefore, the vertical bar lengths in the areas with pile caps and without pile caps in the shear wall area of the basement of the foundation are different. At the same time, due to the different vertical bar lengths, the number of stirrups is also different. The traditional method is to manually select and calculate on the drawing and make a batching list for building material layout. Manual operation has low work efficiency and high errors. Summary of the Invention

[0003] To overcome the above disadvantages, the purpose of this application is to provide an industrial intelligent batching method and system based on building materials, so as to effectively solve the above technical problems.

[0004] To achieve the above purpose, this application adopts the following technical solutions:

[0005] In the first aspect, this application provides an industrial intelligent batching method based on building materials, including:

[0006] Obtain a building steel bar structure drawing, select the shear wall part in the building steel bar structure drawing, and identify and locate the wall columns, walls, and foundation pile caps in the shear wall part of the drawing;

[0007] According to the identified and located wall columns, walls, and foundation pile caps, divide the wall steel bar layout area into a first area and a second area, where the first area is the area without a foundation pile cap below the wall, and the second area is the area with a foundation pile cap below the wall;

[0008] Read the standard height of the first area in the building steel bar structure drawing to calculate the length of the first vertical bar arranged in the first area, and read the standard height of the second area in the drawing to calculate the length of the second vertical bar arranged in the second area;

[0009] Obtain a shear wall steel bar cross-sectional drawing, and read the vertical bar diameter, vertical bar layout interval distance, vertical bar anchorage length at both ends, hoop diameter, and hoop layout interval distance in the shear wall steel bar cross-sectional drawing;

[0010] Measure the steel bar layout distance in the first area of the building steel bar structure diagram, and at the same time calculate the number of the first vertical steel bars arranged in the first area according to the read vertical steel bar layout interval distance. Measure the steel bar layout distance in the second area of the building steel bar structure diagram, and at the same time calculate the number of the second vertical steel bars arranged in the second area according to the read vertical steel bar layout interval distance;

[0011] Calculate the number of the first hoop bars arranged on the first vertical steel bars according to the obtained hoop bar layout interval distance and the length of the first vertical steel bars, and calculate the number of the second hoop bars arranged on the second vertical steel bars according to the obtained hoop bar layout interval distance and the length of the second vertical steel bars;

[0012] Obtain the diameter, length, quantity, and anchorage lengths at both ends of the first vertical steel bars, obtain the diameter, length, quantity, and anchorage lengths at both ends of the second vertical steel bars, obtain the diameter and quantity of the first hoop bars, obtain the diameter and quantity of the second hoop bars, and make the obtained data into a building material batching table.

[0013] Further, when identifying and positioning the wall columns, walls, and foundation caps of the shear wall part in the building steel bar structure diagram, sequentially select the numbers of the wall columns, the numbers of the walls, and the numbers of the foundation caps in the building steel bar structure diagram.

[0014] Further, calculating the length of the first vertical steel bars arranged in the first area includes the following steps:

[0015] Read the standard height data corresponding to the first area in the building steel bar structure diagram,

[0016] Read the thicknesses of the upper and lower protective layers of the vertical steel bars in the shear wall steel bar cross-section diagram,

[0017] Calculate the length of the first vertical steel bars in the first area, and the calculation formula is as follows:

[0018] L1 = H1 - (D_up + D_down)

[0019] In the formula, L1 represents the length of the first vertical steel bars in the first area, H1 is the standard height in the first area, D 上 represents the thickness of the upper protective layer of the vertical steel bars, D 下 represents the thickness of the lower protective layer of the vertical steel bars.

[0020] Further, calculating the length of the second vertical steel bars arranged in the second area includes the following steps:

[0021] Read the standard height data corresponding to the second area in the building steel bar structure diagram,

[0022] Read the thicknesses of the upper and lower protective layers of the vertical steel bars in the shear wall steel bar cross-section diagram,

[0023] Calculate the length of the second vertical bars in the second area, and the calculation formula is as follows:

[0024] L2 = H2 - (Dtop + Dbottom)

[0025] In the formula, L2 represents the length of the second vertical bars in the second area, H2 is the standard height in the second area, D 上 represents the cover thickness of the upper end of the vertical bars, D 下 represents the cover thickness of the lower end of the vertical bars.

[0026] Furthermore, calculating the number of the first vertical bars arranged in the first area includes the following steps:

[0027] Measure the lengths of all the first areas of the shear wall parts in the building steel bar structure diagram in sequence and calculate the total length,

[0028] Obtain the arrangement interval distance of the vertical bars from the shear wall steel bar cross-section diagram,

[0029] Calculate the number of the first vertical bars arranged in the first area, and the calculation formula is as follows:

[0030]

[0031] In the formula, N1 represents the number of the first vertical bars arranged in the first area, X1 represents the total distance of the steel bars arranged in the first area of the shear wall part, d 立 represents the arrangement interval distance of the vertical bars.

[0032] Furthermore, calculating the number of the second vertical bars arranged in the second area includes the following steps:

[0033] Measure the lengths of all the second areas of the shear wall parts in the building steel bar structure diagram in sequence and calculate the total length,

[0034] Obtain the arrangement interval distance of the vertical bars from the shear wall steel bar cross-section diagram,

[0035] Calculate the number of the second vertical bars arranged in the second area, and the calculation formula is as follows:

[0036]

[0037] In the formula, N2 represents the number of the second vertical bars arranged in the second area, X2 represents the total distance of the steel bars arranged in the second area of the shear wall part, d 立 represents the arrangement interval distance of the vertical bars.

[0038] Furthermore, calculating the number of the first hoop bars arranged on the first vertical bars, and the calculation formula is as follows:

[0039]

[0040] Wherein, n1 represents the number of the first hoop on the first vertical rib, L1 represents the length of the first vertical rib, and d 环 represents the interval distance for arranging the hoops.

[0041] Further, calculate the number of the second hoops arranged on the second vertical rib, and the calculation formula is as follows:

[0042]

[0043] Wherein, n2 represents the number of the second hoops on the second vertical rib, L2 represents the length of the second vertical rib, and d 环 represents the interval distance for arranging the hoops.

[0044] Further, when the value of N1 is not an integer, N1 is taken as an integer, and the number of the first vertical ribs arranged in the first area is: N1 + 1; when the value of N2 is not an integer, N2 is taken as an integer, and the number of the second vertical ribs arranged in the second area is: N2 + 1; when the value of n1 is not an integer, n1 is taken as an integer, and the number of the first hoops on the first vertical rib is: n1 + 1; when the value of n2 is not an integer, n2 is taken as an integer, and the number of the second hoops on the second vertical rib is: n2 + 1.

[0045] In a second aspect, an industrial intelligent batching system based on building materials provided by the present application includes

[0046] an identification module, which is used to identify wall columns, walls and foundation cap components in the building steel bar structure diagram,

[0047] a reading module, which is used to read standard height data in the building steel bar structure diagram, read vertical rib diameters, vertical rib arrangement interval distances, vertical rib end anchorage lengths, hoop diameters and hoop arrangement interval distance data in the shear wall steel bar cross-section diagram;

[0048] a measuring module, which is used to measure the steel bar arrangement distances in the first area and the second area,

[0049] a calculation module, which is used to analyze and calculate the length and number of the first vertical ribs, the length and number of the second vertical ribs, the number of the first hoops, and the number of the second hoops,

[0050] an output module, which is used to output the diameters, lengths, numbers, end anchorage lengths of the first vertical ribs, the diameters, lengths, numbers, end anchorage lengths of the second vertical ribs, the diameters and numbers of the first hoops, and the diameters and numbers of the second hoops to form a building material batching table.

[0051] Beneficial effects

[0052] An industrial intelligent batching method and system based on building materials provided by this application can automatically identify the areas of shear walls with and without foundation caps in building drawings through a software system, and analyze and calculate the information obtained on the drawings to obtain the specific distribution quantity and length data of the steel bars in the shear wall area and output a batching list, with high work efficiency and high precision. Description of the drawings

[0053] The drawings are used to provide an understanding of the technical solutions of the present disclosure, and constitute a part of the specification. Together with the embodiments of the present disclosure, they are used to explain the technical solutions of the present disclosure, and do not constitute a limitation to the technical solutions of the present disclosure. The shapes and sizes of the components in the drawings do not reflect the true scale, and the purpose is only to schematically illustrate the content of this application.

[0054] Figure 1 It is a block diagram of the industrial intelligent batching system of this application.

[0055] Figure 2 It is a flowchart of the industrial intelligent batching method of this application.

[0056] Figure 3 It is a schematic diagram of a shear wall structure provided by an embodiment of this application.

[0057] Figure 4 It is a cross-sectional view of the steel bars of a shear wall provided by an embodiment of this application. Detailed implementation manners

[0058] The above solutions are further described below in conjunction with specific embodiments. It should be understood that these embodiments are used to illustrate this application and not to limit the scope of this application. The implementation conditions adopted in the embodiments can be further adjusted according to the conditions of specific manufacturers, and the implementation conditions not specified are usually the conditions in conventional experiments.

[0059] Unless otherwise defined, technical terms or scientific terms used in the embodiments of the present disclosure shall have the ordinary meanings understood by those of ordinary skill in the art to which this application belongs. The terms "first", "second" and similar terms used in the embodiments of the present disclosure do not denote any order, quantity or importance, but are only used to distinguish different components. Words such as "including" or "comprising" mean that the elements or items appearing before this word cover the elements or items listed after this word and their equivalents, without excluding other elements or items. Words such as "connected" or "coupled" are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. In this document, "electrical connection" includes the case where components are connected together through elements having a certain electrical effect. There is no particular limitation on the "element having a certain electrical effect" as long as it can transfer electrical signals between the components to be connected. The "element having a certain electrical effect" can be, for example, an electrode or a wiring, or a switching element such as a transistor, or other functional elements such as a resistor, an inductor or a capacitor. Terms such as "upper", "lower", "left" and "right" are only used to represent relative positional relationships, and when the absolute position of the object being described changes, the relative positional relationship may also change accordingly.

[0060] As described in the background art, in the traditional method, lofting calculation is carried out manually for the basement shear wall area, with low work efficiency and high error. Therefore, in view of this problem, the inventor provides an industrial intelligent batching method and system based on building materials, wherein,

[0061] As Figure 1 shown, the system includes an identification module for identifying wall columns, walls and foundation cap components in the building steel bar structure diagram; a reading module for reading standard height data in the building steel bar structure diagram, reading the vertical bar diameter, vertical bar layout interval distance, vertical bar anchorage length at both ends, hoop diameter and hoop layout interval distance data in the shear wall steel bar cross-section diagram; a measuring module for measuring the steel bar layout distance in the first area and the steel bar layout distance in the second area; a calculation module for analyzing and calculating the length and quantity of the first vertical bar, the length and quantity of the second vertical bar, the quantity of the first hoop, and the quantity of the second hoop; and an output module for outputting the diameter, length, quantity, anchorage length at both ends of the first vertical bar, the diameter, length, quantity, anchorage length at both ends of the second vertical bar, the diameter and quantity of the first hoop, and the diameter and quantity of the second hoop to form a building material batching table.

[0062] As Figure 2 shown, the industrial intelligent batching method based on building materials for this system includes the following steps:

[0063] S1. Obtain the building steel bar structure drawing, select the shear wall part in the building steel bar structure drawing, and identify and locate the wall columns, walls, and foundation caps in the shear wall part of the drawing;

[0064] S2. Divide the wall steel bar layout area into a first area and a second area according to the identified and located wall columns, walls, and foundation caps. Among them, the first area is where there is no foundation cap under the wall, and the second area is where there is a foundation cap under the wall;

[0065] S3. Read the standard height of the first area in the building steel bar structure drawing to calculate the length of the first vertical bars laid in the first area, and read the standard height of the second area in the drawing to calculate the length of the second vertical bars laid in the second area;

[0066] S4. Obtain the shear wall steel bar cross-section drawing, and read the vertical bar diameter, vertical bar layout interval distance, anchorage length at both ends of the vertical bar, hoop diameter, and hoop layout interval distance in the shear wall steel bar cross-section drawing;

[0067] S5. Measure the steel bar layout distance in the first area of the building steel bar structure drawing, and calculate the number of the first vertical bars laid in the first area according to the read vertical bar layout interval distance. Measure the steel bar layout distance in the second area of the building steel bar structure drawing, and calculate the number of the second vertical bars laid in the second area according to the read vertical bar layout interval distance;

[0068] S6. Calculate the number of the first hoops laid on the first vertical bars according to the obtained hoop layout interval distance and the length of the first vertical bars, and calculate the number of the second hoops laid on the second vertical bars according to the obtained hoop layout interval distance and the length of the second vertical bars;

[0069] S7. Obtain the diameter, length, quantity, and anchorage length at both ends of the first vertical bars, obtain the diameter, length, quantity, and anchorage length at both ends of the second vertical bars, obtain the diameter and quantity of the first hoops, obtain the diameter and quantity of the second hoops, and make the obtained data into a building material batching table.

[0070] When identifying and locating the wall columns, walls, and foundation caps in the shear wall part of the building steel bar structure drawing, sequentially select the numbers of the wall columns, the numbers of the walls, and the numbers of the foundation caps in the building steel bar structure drawing.

[0071] Calculating the length of the first vertical bars laid in the first area includes the following steps:

[0072] Read the standard height data corresponding to the first area in the building steel bar structure drawing,

[0073] Read the thickness of the upper and lower protective layers of the vertical bars in the shear wall steel bar cross-section drawing,

[0074] Calculate the length of the first vertical reinforcement in the first area. The calculation formula is as follows:

[0075] L1 = H1 - (D upper + D lower)

[0076] In the formula, L1 represents the length of the first vertical reinforcement in the first area, H1 is the standard height in the first area, D 上 represents the thickness of the upper protective layer of the vertical reinforcement, D 下 represents the thickness of the lower protective layer of the vertical reinforcement.

[0077] Calculating the length of the second vertical reinforcement arranged in the second area includes the following steps:

[0078] Read the standard height data corresponding to the second area in the building steel bar structure drawing,

[0079] Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall steel bar cross-section drawing,

[0080] Calculate the length of the second vertical reinforcement in the second area. The calculation formula is as follows:

[0081] L2 = H2 - (D upper + D lower)

[0082] In the formula, L2 represents the length of the second vertical reinforcement in the second area, H2 is the standard height in the second area, D 上 represents the thickness of the upper protective layer of the vertical reinforcement, D 下 represents the thickness of the lower protective layer of the vertical reinforcement.

[0083] Calculating the number of the first vertical reinforcements arranged in the first area includes the following steps:

[0084] Measure the lengths of all shear wall parts in the first area in the building steel bar structure drawing in sequence and calculate the total length,

[0085] Obtain the spacing distance of the vertical reinforcement arrangement from the shear wall steel bar cross-section drawing,

[0086] Calculate the number of the first vertical reinforcements arranged in the first area. The calculation formula is as follows:

[0087]

[0088] In the formula, N1 represents the number of the first vertical reinforcements arranged in the first area, X1 represents the total distance of the steel bar arrangement in the first area of the shear wall part, d 立 represents the spacing distance of the vertical reinforcement arrangement.

[0089] Calculating the number of the second vertical reinforcements arranged in the second area includes the following steps:

[0090] Measure the lengths of all shear wall parts in the second area in the building steel bar structure drawing in sequence and calculate the total length,

[0091] Obtain the spacing distance of the vertical steel bars from the cross-sectional view of the shear wall steel bars,

[0092] Calculate the number of the second vertical steel bars arranged in the second area. The calculation formula is as follows:

[0093]

[0094] In the formula, N2 represents the number of the second vertical steel bars arranged in the second area, X2 represents the total distance of the steel bars arranged in the second area of the shear wall part, and d 立 represents the spacing distance of the vertical steel bars arrangement.

[0095] Calculate the number of the first hoop bars arranged on the first vertical steel bar. The calculation formula is as follows:

[0096]

[0097] In the formula, n1 represents the number of the first hoop bars arranged on the first vertical steel bar, L1 represents the length of the first vertical steel bar, and d 环 represents the spacing distance of the hoop bar arrangement.

[0098] Calculate the number of the second hoop bars arranged on the second vertical steel bar. The calculation formula is as follows:

[0099]

[0100] In the formula, n2 represents the number of the second hoop bars arranged on the second vertical steel bar, L2 represents the length of the second vertical steel bar, and d 环 represents the spacing distance of the hoop bar arrangement.

[0101] When the value of N1 is not an integer, N1 is taken as an integer, and the number of the first vertical steel bars arranged in the first area is: N1 + 1. When the value of N2 is not an integer, N2 is taken as an integer, and the number of the second vertical steel bars arranged in the second area is: N2 + 1. When the value of n1 is not an integer, n1 is taken as an integer, and the number of the first hoop bars arranged on the first vertical steel bar is: n1 + 1. When the value of n2 is not an integer, n2 is taken as an integer, and the number of the second hoop bars arranged on the second vertical steel bar is: n2 + 1.

[0102] Next, combine Figure 3 and Figure 4 to give an example description of this application.

[0103] As Figure 3 shown, select a shear wall in the building steel bar structure diagram as a sample for detailing. Figure 3 Each component is labeled in it. Z1, Z2, and Z3 represent three wall columns, Q1, Q2, and Q3 represent the walls of three shear walls, CT1 and CT2 represent two foundation caps. The standard heights of the areas with foundation caps and the areas without foundation caps are correspondingly labeled in the figure;

[0104] The recognition module of the software system recognizes the wall columns, shear walls and foundation caps in the drawing. The specific operation is as follows: click on the labels Z1, Z2, Z3, Q1, Q2, Q3, CT1, CT2 in the CAD drawing in sequence. The software will automatically recognize the wall columns, shear walls and foundation caps in the drawing and generate dividing lines at the structural connection parts. Through the dividing lines, users can quickly distinguish the areas of the shear wall without a cap and with a cap, that is Figure 3 the areas 1 and 2 in

[0105] Taking the shear wall Q1 as an example, the shear wall Q1 is divided into one area 1 and one area 2. The standard height of area 1 is read through the reading module of the software. Select the marked height -5500 (i.e., 5.5 meters below the ground) of area 1 in the drawing, and then input the thickness of the upper and lower protective layers in the software setting interface. The thickness of the upper and lower protective layers will be stated in the general description of the building steel bar structure drawing. For example, in this embodiment, the thickness of the upper and lower protective layers is 250mm. Finally, the software will automatically calculate the vertical bar height of area 1. The vertical bar height of area 2 is calculated by the same principle;

[0106] According to the calculation formula: L1 = H1 - (D 上 + D 下 )), the vertical bar height of area 1 is obtained as 5500 - 250 * 2 = 5000, that is, area 1 uses vertical bars with a length of 5 meters,

[0107] According to the calculation formula: L2 = H2 - (D 上 + D 下 ), the vertical bar height of area 2 is obtained as 6500 - 250 * 2 = 6000, that is, area 2 uses vertical bars with a length of 6 meters.

[0108] Measure the lengths of area 1 and area 2 through the measurement module in the software system. The specific operation is as follows: when measuring area 1, first select one endpoint of area 1, and then select the other endpoint of area 1. The software will automatically measure the length of area 1. In this embodiment, the length of area 1 in the shear wall Q1 is 6 meters. Measure the length of area 2 as 2 meters in the same way;

[0109] Then read the interval distance of the vertical bar layout through the reading module in the software. The specific operation is as follows: as Figure 4 shown, select the label in the cross-section drawing of the shear wall steel bars: vertical bar 22@150. 22 represents that the diameter of the vertical bar is 22mm, and 150 represents that the interval distance of the vertical bar layout is 150mm;

[0110] Finally, the software automatically calculates the number of vertical bars arranged in area 1 and area 2,

[0111] According to the calculation formula: The number of vertical bars in Area 1 is obtained as 6000 / 150 = 40. As Figure 4 shown, the vertical bars are arranged in two rows in parallel, that is, there are 40 vertical bars of each of the two types in the figure, namely 80 vertical bars. The anchorage lengths at both ends of the vertical bars are Figure 4 both marked. Taking the left vertical bar as an example, the anchorage lengths at both ends are both 450mm. By selecting the markings, the software can automatically identify and store them;

[0112] According to the calculation formula: The number of vertical bars in Area 2 is obtained as 2000 / 150 = 13.3. Since the calculation result is not an integer, the integer 13 is automatically selected and +1, that is, the number of vertical bars in Area 2 is 14.

[0113] After calculating the lengths of the vertical bars in Area 1 and Area 2, then calculate the number of hoop bars corresponding to the vertical bars in Area 1 and Area 2. The specific operation is as follows: Read the spacing distance of the hoop bar arrangement through the reading module in the software. As Figure 4 shown, select the marking in the shear wall steel bar sectional view: Hoop 20@200, where 20 represents the diameter of the hoop bar is 20mm, and 200 represents the spacing distance of the hoop bar arrangement is 200mm;

[0114] Automatically calculate the number of hoop bars through the software;

[0115] According to the calculation formula: The number of hoop bars on 1 vertical bar in Area 1 is obtained as: 5000 / 200 = 25. Since there are 40 vertical bars in Area 1 in total, the total number of hoop bars in Area 1 is: 25*40*2 = 2000, that is, the total number of hoop bars in Area 1 is 2000;

[0116] According to the calculation formula: The number of hoop bars on 1 vertical bar in Area 2 is obtained as: 6000 / 200 = 30. Since there are 14 vertical bars in Area 2 in total, the total number of hoop bars in Area 2 is: 30*14*2 = 840, that is, the total number of hoop bars in Area 2 is 840;

[0117] After the calculation is completed, the calculated data and the selected data are integrated and then output through the output module the diameter, length, quantity, anchorage lengths at both ends of the first vertical bar, the diameter, length, quantity, anchorage lengths at both ends of the second vertical bar, the diameter and quantity of the first hoop bar, and the diameter and quantity of the second hoop bar to form a building material batching list.

[0118] The above embodiments are only for illustrating the technical concept and features of the present application, and the purpose is to enable those who are familiar with this technology to understand the content of the present application and implement it accordingly, and it cannot be used to limit the protection scope of the present application. Any equivalent transformation or modification made in accordance with the spirit of the present application shall be covered within the protection scope of the present application.

Claims

1. An industrial intelligent batching method based on building materials, characterized in that: Including: Obtain the building steel bar structure diagram, select the shear wall part in the building steel bar structure diagram, and identify and locate the wall columns, walls, and foundation caps in the shear wall part of the drawing; Divide the wall steel bar laying area into a first area and a second area according to the identified and located wall columns, walls, and foundation caps. Among them, the first area is where there is no foundation cap under the wall, and the second area is where there is a foundation cap under the wall; Read the standard height of the first area in the building steel bar structure diagram to calculate the length of the first vertical steel bars laid in the first area, and read the standard height of the second area in the drawing to calculate the length of the second vertical steel bars laid in the second area; Obtain the shear wall steel bar cross-section diagram, and read the vertical steel bar diameter, vertical steel bar laying interval distance, anchorage length at both ends of the vertical steel bar, hoop diameter, and hoop laying interval distance in the shear wall steel bar cross-section diagram; Measure the steel bar laying distance in the first area of the building steel bar structure diagram, and at the same time calculate the number of the first vertical steel bars laid in the first area according to the read vertical steel bar laying interval distance. Measure the steel bar laying distance in the second area of the building steel bar structure diagram, and at the same time calculate the number of the second vertical steel bars laid in the second area according to the read vertical steel bar laying interval distance; Calculate the number of the first hoops laid on the first vertical steel bars according to the obtained hoop laying interval distance and the length of the first vertical steel bars, and calculate the number of the second hoops laid on the second vertical steel bars according to the obtained hoop laying interval distance and the length of the second vertical steel bars; Obtain the diameter, length, quantity, and anchorage length at both ends of the first vertical steel bars, obtain the diameter, length, quantity, and anchorage length at both ends of the second vertical steel bars, obtain the diameter and quantity of the first hoops, obtain the diameter and quantity of the second hoops, and make the obtained data into a building material batching table.

2. The industrial intelligent batching method based on building materials according to claim 1, wherein: When identifying and locating the wall columns, walls, and foundation caps in the shear wall part of the building steel bar structure diagram, sequentially select the numbers of the wall columns, the numbers of the walls, and the numbers of the foundation caps in the building steel bar structure diagram.

3. The industrial intelligent batching method based on building materials according to claim 1, wherein: Calculating the length of the first vertical steel bars laid in the first area includes the following steps: Read the standard height data corresponding to the first area in the building steel bar structure diagram, Read the thickness of the upper and lower protective layers of the vertical steel bars in the shear wall steel bar cross-section diagram, Calculate the length of the first vertical steel bars in the first area, and the calculation formula is as follows: L1 = H1 - (D upper + D lower) Where L1 represents the length of the first vertical rib in the first area, H1 is the standard height in the first area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

4. The industrial intelligent batching method based on building materials according to claim 1, wherein: Calculating the length of the second vertical steel bars laid in the second area includes the following steps: Read the standard height data corresponding to the second area in the building steel bar structure diagram, Read the thickness of the upper and lower protective layers of the vertical steel bars in the shear wall steel bar cross-section diagram, Calculate the length of the second vertical steel bars in the second area, and the calculation formula is as follows: L2 = H2 - (D upper + D lower) Wherein, L2 represents the length of the second vertical reinforcement in the second area, H2 is the standard height in the second area, D 上 represents the protective layer thickness at the upper end of the vertical reinforcement, D 下 represents the protective layer thickness at the lower end of the vertical reinforcement.

5. The industrial intelligent batching method based on building materials according to claim 1, wherein: Calculating the number of the first vertical bars arranged in the first area includes the following steps: Successively measure the lengths of all the first areas of the shear wall parts in the building steel bar structure diagram and calculate the total length, Obtain the spacing distance of the vertical bar arrangement from the shear wall steel bar cross-section diagram, Calculate the number of the first vertical bars arranged in the first area, and the calculation formula is as follows: Wherein, N1 represents the quantity of the first vertical reinforcement bars arranged in the first area, X1 represents the total distance of the reinforcement bars arranged in the first area of the shear wall part, and d 立 represents the interval distance of the arrangement of the vertical reinforcement bars.

6. The industrial intelligent batching method based on building materials according to claim 1, wherein: Calculating the number of the second vertical bars arranged in the second area includes the following steps: Successively measure the lengths of all the second areas of the shear wall parts in the building steel bar structure diagram and calculate the total length, Obtain the spacing distance of the vertical bar arrangement from the shear wall steel bar cross-section diagram, Calculate the number of the second vertical bars arranged in the second area, and the calculation formula is as follows: Wherein, N2 represents the number of the second vertical reinforcements arranged in the second area, X2 represents the total distance of the reinforcements arranged in the second area of the shear wall part, and d 立 represents the interval distance of the vertical reinforcement arrangement.

7. The industrial intelligent batching method based on building materials according to claim 3, wherein: Calculating the number of the first stirrups arranged on the first vertical bars, and the calculation formula is as follows: Wherein, n1 represents the number of the first hoop on the first vertical rib, L1 represents the length of the first vertical rib, and d 环 represents the interval distance of the hoop arrangement.

8. The industrial intelligent batching method based on building materials according to claim 4, wherein: Calculating the number of the second stirrups arranged on the second vertical bars, and the calculation formula is as follows: In the formula, n2 represents the number of the second hoop on the second vertical rib, L2 represents the length of the second vertical rib, and d 环 represents the interval distance of the hoop layout.

9. The industrial intelligent batching method based on building materials according to any one of claims 5-8, wherein: When the value of N1 is not an integer, N1 is taken as an integer, and the number of the first vertical bars arranged in the first area is: N1 + 1; when the value of N2 is not an integer, N2 is taken as an integer, and the number of the second vertical bars arranged in the second area is: N2 + 1; when the value of n1 is not an integer, n1 is taken as an integer, and the number of the first stirrups arranged on the first vertical bars is: n1 + 1; when the value of n2 is not an integer, n2 is taken as an integer, and the number of the second stirrups arranged on the second vertical bars is: n2 + 1.

10. An industrial intelligent batching system based on building materials, which is implemented based on the industrial intelligent batching method for building materials according to any one of claims 1-9, and is characterized in that: Including: An identification module, which is used to identify the wall columns, walls and foundation cap components in the building steel bar structure diagram, A reading module, which is used to read the standard height data in the building steel bar structure diagram, read the vertical bar diameter, vertical bar arrangement spacing distance, vertical bar anchorage length at both ends, stirrup diameter and stirrup arrangement spacing distance data in the shear wall steel bar cross-section diagram; A measuring module, which is used to measure the steel bar arrangement distance of the first area and the steel bar arrangement distance of the second area, A calculation module, which is used to analyze and calculate the length and number of the first vertical bars, the length and number of the second vertical bars, the number of the first stirrups, and the number of the second stirrups, An output module, which is used to output the diameter, length, number, anchorage length at both ends of the first vertical bars, the diameter, length, number, anchorage length at both ends of the second vertical bars, the diameter and number of the first stirrups, and the diameter and number of the second stirrups to form a building materials batching table.

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